Penstock Sample Clauses

Penstock. Downstream of the Intake Structure is a steel penstock supported on concrete piers. PacifiCorp will decommission the penstock by: (i) removing the steel penstock; (ii) removing the concrete piers and burying on-site; and (iii) re- grading and re-seeding any ground disturbed by this work.
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Penstock. Penstocks of suitable material shall be provided in each compartment (ash dam 4.1 & ash dam 4.2 and the infill area between Dam 1 and 2) at appropriate locations to allow decanting of the Ash Dam pool water. The penstocks shall discharge into the solution trenches which will eventually discharge into the AWRD. Temporary penstocks on separate outfall pipes to allow the decanting of the pool during the initial stages until the final ash dam area is reached must also be catered for to allow the pool to be properly managed. Any runoff accumulated behind the starter wall and within the footprint shall also be discharged into the solution trenches through the temporary penstocks. The temporary penstocks are to be sealed off once they are no longer needed. Designs are also provided for the extension of the existing penstocks of Ash Dams 1, 2 and 3 to the new solution trenches where required. A ( timber) penstock walkway shall also be designed to allow the raising of the penstocks as the ash dam level rises. The walkway will also be designed to be raised with the increase in height of the ash dam. Steel frame personnel protection cages must be supplied for all penstocks. Vehicular access as close as possible to the timber walkways shall be provided to facilitate transport of the penstock rings for installation. Stairs shall be provided if required to access the walkways. The stability and durability of the penstocks shall be ensured. The penstock shall be able to withstand all loading induced by the ash without ingress of ash. Either precast concrete or fabricated steel penstock rings may be specified depending on the height considerations of the ash dam paddocks.

Related to Penstock

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